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| 1 | Cleaning of blockage in sewage pipe lines between Manhole to Manhole of any bore of pipe and in any depth distance not exceeding 40 m and removing the blockages using by vehicle mounted jet pressure or vaccum system cleaning of pipes and taking out all debris, sludge or any solid/ foreign materials from sewage line and flushing with water and testing after cleaning for blockages/ clogging etc. including removing and disinfected the sludge within 50 metres distance including necessary excavation of pits & returning, filing & sprinkling of Bleaching powder @ 0.50 kg/Sqm and dressing of surplus Soil, ground to slope if required complete all as specified and directed. |
| 2 | Desilting and cleaning of Manholes (as existing shape & size) of depth not exc 1.0 m by pumping out the sewage water complete removing the sludge and other materials from manholes by Mechanical means,rodding or any other suitable means removing the accumulated night soil, sludge and other materials obtained from sewage linesand disinfected the sludge within 50 metres distance including necessary excavation of pits & returning, filing in sprinkling of Bleaching powder @ 0.50 kg/Sqm and dressing of surplus Soil, ground to slope if requiredand well flushing the manholes with water complete all as specified and directed. |
| 3 | Desilting and cleaning of Manholes (as existing shape & size) of depth exc 1.0 m but not exc 2.00 m by pumping out the sewage water complete & removing the sludge and other materials from manholes by Mechanical means , rodding or any other suitable means removing the accumulated night Soil, sludge and other materials obtained from sewage linesand disinfacted the sludge within 50 metres distance including necessary excavation of Pits & returning, filing in sprinkling of Bleaching powder @ 0.50 kg/Sqm and dressing of surplus Soil, ground to slope if requiredand well flushing the manholes with water complete all as specified and directed. |
| 4 | M & L forDe-silting andcleaning of Manholes (as existing shape & size)of depth exc 2.0 Meterbut n.exc 3.00 Meter by pumping out the sewage water complete removing the sluge and other materials from Manholes by Mechanical means , roading or ang other suitable means removing the accumulated Night Soil, Sludge and other materials obtained from sewage linesand disinfacted the sludge within 50 metres distance including necessary excavation of Pits & returning, filing in sprinkling of Bleaching powder @ 0.50 kg/Sqm and dressing of surplus Soil, ground to slope if requiredand well flushing the manholes with water complete all as specified and directed by Engr-in-Charge |
| 5 | M & L forDe-silting andcleaning of Septictank of any depth(as existing shape & size) by pumping out the sewage water complete removing the sluge and other materials from Septic tank by Mechanical means , rodding or ang other suitable means removing the accumulated Night Soil, Sludge and other materials obtained from septic tankand disinfacted the sludge out sidethe MOD Landground to slope if requiredand well flushing the manholes and septic tankwith water complete all as specified and directed by Engr-in-Charge |
| 6 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation manholes etc and getting out in hard/dense soil complete all as specified and directed. |
| 7 | Excavation in trenches not exceeding 1.5 m wide andexceeding 1.5 m depth but not exceeding 3.0m depth for foundation manholes etc and getting out inhard/dense soilcomplete all as specified and directed. |
| 8 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation manholes etc and getting out in hard rock complete all as specified and directed. |
| 9 | Excavation in trenches not exceeding 1.5 m wide andexceeding 1.5 m depth but not exceeding 3.0m depth for foundation manholes etc and getting out inhard rock complete all as specified and directed. |
| 10 | Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick in hard/dense soil complete all as specified and directed. |
| 11 | Removing excavated material exe 250m but n.exe 500m and upto total distance of 1.5 km depositing where directed complete all as specified and directed. |
| 12 | M&Lcement concrete type C-2, 1:3:6, using 40mm graded aggregate as infoundations, fillings and mass concrete complete all as specified and directed. |
| 13 | M&L for 150mm bore Double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2 : 2013) (Spigot and Socket ended pipe) at site conforming to relevant I.S. and CPHEEO Specification jointing with rubber gasket, Including concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 150 mm dia pipe, complete all as specified and directed. |
| 14 | M&L for 200mm bore Reinforced concrete pipes, class NP2, laid and jointed complete complete laid in trenches and jointed and includingconcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 200 mm dia pipe as specified complete with collars complete all as specified and directed. |
| 15 | M&L for 200mm bore Double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2 : 2013) (Spigot and Socket ended pipe) at site conforming to relevant I.S. and CPHEEO Specification jointing with rubber gasket,and includingconcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 200 mm dia pipe as specifiedcomplete all as specified & directed. |
| 16 | M&L for 300mm bore Reinforced concrete pipes, class NP2, laid and jointed complete and jointed as specified complete with collersand includingconcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 300 mm dia pipe complete all as specified & directed. |
| 17 | M&L for 300mm bore Double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2 : 2013) (Spigot and Socket ended pipe) at site conforming to relevant I.S. and CPHEEO Specification jointing with rubber gasketand includingconcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 300 mm dia pipe as specified, complete all as specified & directed. |
| 18 | Demolition and breaking up drain pipes of any size (Salt glazed ware, AC or Reinforced concrete & HDPE) set in cement mortar complete all as specified and directed.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 19 | S&F in repairs for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified & directed. |
| 20 | S&F 150 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors incl taking down complete all as specified & directed. |
| 21 | S&Fin repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement incl taking down of existing u/s complete all as specified and directed. |
| 22 | M&L Precast cement concrete block masonary with solid blocks, Type C-1 1:3:6 (20mm graded stone aggregate), exc 10 cm in width and setting in cement mortar in cement mortar 1:6,including demolition of brickwork or stone/boulder/PCC block masonry, built in cement mortar or cement lime mortar in running sewage lines or any other places including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articlescomplete all as specified & directed. |
| 23 | M&L for Providing precast cement concrete solid building blocks or slabs, Type C-1 1:3:6 (20mm graded stone aggregate),10cm thick (with plain or interlocking joints as directed) setting in cement mortar 1:4including demolition of brickwork or stone/boulder/PCC block masonry, built in cement mortar or cement lime mortar in running sewage lines or any other places including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 24 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc. Including racking out joints, hacking for key, scrubbing down with water, etc.all as specified.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 25 | M&L for rendering 15mm thick cement plaster in cement morter 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement incl water proofing compound complete all as specified & directed.Note: Water proofing compound shall be measured and paid seperately. |
| 26 | Supply only liquid water proofing compound complete all as specified & directed. |
| 27 | M&L for neeru finish to plasteringcomplete all as specified & directed. |
| 28 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified & directed.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 29 | M&L PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) as in coping and benching and the like including weathering slightly rounded or chamfered angle and throating complete all as specified and directed. |
| 30 | M&L for 100mm thick PCC 1:3:6 type C-2 using 40mm graded aggregate complete all as specified and directed. |
| 31 | M&L for 40mm thick Cement concrete type B-0, 1:2:4 using 12.5mm graded stone aggregate complete all as specified and directed. |
| 32 | M&L for 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in flooring, foot path, hard standing, plinth protection, bases of water tanks etc. complete all as specified. |
| 33 | M&LPlain cement concerte in surfacechannels and drains type C-2 1:3:6 using 40mm graded aggregate complete all as specified & directed. |
| 34 | Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stopped ends complete all as specified & directed. |
| 35 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for complete all as specified & directed.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 36 | S& FFactory Made 100mm thick Precast RCC cover slabs made of RCC type A1 1:1.5:3 (20mm graded aggregate) with 10mm dia TMT bars@ 125 C/C bothways withminimum compressive strength not less than 20 N/mm2 as inman hole cover,drain cover etc complete all as specified and as directed. |
| 37 | M&L for RCC cover slabs of type A1-1:1.5:3(20 mm graded agg)supported on walls beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like as man hole / drain cover etc including necessary form workcomplete all as specified & directed. |
| 38 | S&F TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking required and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips quality confirming to Fe-410 Gde E-250for stretched wire complete all as specified and directed. |
| 39 | S&F in repairs mild steel plain black sheet, 1.6mm thick as in cladding, cut to required size , bending or turning up, mitred angles, etc., placed in position and welded complete all as specified and as directed. |
| 40 | M&L for coloured designed chequered cement concrete tiles of a size 300x300x25mm thick withgrey cement & pigment in floorsetc., set and jointed in neat cement slurry and pointed in white or coloured cement to match and including a 15 mm thick screed bed of cement mortar 1:6 complete all as specified and directed. |
| 41 | M&L for prepolished coloured Machine pressed precast concrete interlocking paver blockwith grey cement and pigmentany shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified & directed. |
| 42 | M&L for Sand cushioningunder interlocking paver block complete all as specified and as directed |
| 43 | M&L Preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer at 10 kg per 10 sqm and applying 40mm consolidated thick instant patching premixed bituminous material and making good the surface for movement of traffic complete all as specified & directed. |
| 44 | M&L for preparing of old chequered tiled and Paverblock surfaces/existing footpath by removing all the caked mud with wire brushes and cleaning surfaces with necessary acid and description not otherwise described and applying one coat of weather proof tile guard apex paint or equivalent of any colour complete all as specified and directed. |
| 45 | Dismantling iron work of any description complete all as specified and directed. |
| 46 | S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, manhole covers and similar articles (Articles exc 5 kg each) complete all as specified and directed. |
| 47 | S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, manhole covers and similar articles (Articles not exc 5 kg each) complete all as specified and directed. |
| 48 | S&F SFRC Man hole cover with frame (factory made) of 450mm dia complete all as specified & directed. |
| 49 | S&F SFRC Man hole cover with frame (factory made) of 600mm dia complete all as specified & directed. |
| 50 | Grubbing up tree trunk including cutting of trunk portion exc 30cm and not exc 100cm girth protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified & directed. |
| 51 | Cutting of roots of girth exc 20 cm and making clear site for excuetion of work and removing of unserviceable material to a distance n exc. 50 m and clearing site |
| 52 | Cutting into existing manholes for connecting new drains (of any Diapipe), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified & directed. |
| 53 | Removing old dumped junk/ building materials/ debris/ tree roots, trunk, & branches of any size etc. to a distance of 30Km or beyond, out of premises of metropolitan area, including loading, unloading by manually or by mechanical means (JCB) and to be transported through tractor-trolly or tipper and stacking at the destination complete all as specified & directed. |
